CS WOON
Job No
CONSULTANT
B253
Sheet No
1
Rev
Calculation Sheet PROPOSED REFURBISHMENT WORKS TO 7 STOREY
Member/Location
UNTUK TETUAN PLENITUDE HEIGHTS SDN. BHD.
Drg Ref.
Job Title
Made By
GYM
WOON
Date
DESIGN CALCULATION FOR PROPOSED REFURBISHMENT REFURBISHMENT WORKS TO 7 STOREY OF TANJUNG BUNGAH BEACH HOTEL ON LOT 4089, 8090,4091,625, & 1287 BANDAR TANJUNG BUNGAH, PULAU PINANG.
Truss T2
1.44 kN 0.3 kN/m
9.7 m
Trus Trusss self self weig weight ht Shel Shelll Tota Totall Loa Load d Live Load Load
= = = =
3.6( 3.6(4) 4) x 10/1 10/1000 000 x 1.4 1.4 = 0.2 0.2 kN/ kN/m m 0.00 0.002 2 x 30 30 x 1 x 1.4 1.4 = 0.1 0.1 kN/m kN/m 0.1 0.1 + 0.2 0.2 = 0.3 0.3 kN/m kN/m 0.9 x 1.6 = 1.44 1.44 kN
2 Maximum Maximum Moment, Moment, M = 0.3 x 9.7 /8 + 1.44 x 9.7/4 = 7.02 kNm 2 Section Strength P y = 200 N/mm
d = 300 mm Forc Force, e, P = 9.7/ 9.7/0. 0.3 3 =23. =23.4 4 kN 2 Required Required Area, Area, A = 23.4 x 10/200= 1.12 cm Provide 32 x 32 x 1 .6 mm Thk. (Ag = 1.88 cm2)
… Ok
27-May-13
Chd.
CS WOON
Job No
CONSULTANT
B253
Sheet No
2
Rev
Calculation Sheet PROPOSED REFURBISHMENT WORKS TO 7 STOREY
Member/Location
UNTUK TETUAN PLENITUDE HEIGHTS SDN. BHD.
Drg Ref.
Job Title
Made By
GYM
WOON
Date
DESIGN CALCULATION FOR PROPOSED REFURBISHMENT WORKS TO 7 STOREY OF TANJUNG BUNGAH BEACH HOTEL ON LOT 4089, 8090,4091,625, & 1287 BANDAR TANJUNG BUNGAH, PULAU PINANG.
Truss T2B 0.4 kN
1.44 kN
0.4 kN
0.3 kN/m
7.8 m 2.44 Truss self weight Shell Total Load Live Load Load from Tie truss
= = = = = =
2.44
3.6(4) x 10/1000 x 1.4 = 0.2 kN/m 0.002 x 30 x 1 x 1.4 = 0.1 kN/m 0.1 + 0.2 = 0.3 kN/m 0.9 x 1.6 = 1.44 kN 1.1 x 0.001 x 30 x 1.4 + 0.2 = 0.3 kN/m 0.3 x 2.4 /2= 0.4 kN
2 Moment, M = 0.3 x 7.8 /8 + 0.4 x 2.4 + 1.44 x 7.8/4 = 3.24 + 2.8 = 6.04 kNm
By using cut section method:
C 0.3 m
T
C x 0.3 = 6.04 C = 20.1 kN Section Strength Py = 200 N/mm 2 Required Area, A = 20.1 x 10/200 = 1.01cm
2.44
27-May-13
Chd.
Provide 32 x 32 x 1 .6 mm Thk. (Ag = 1.88 cm2)
CS WOON
…Ok Job No
CONSULTANT
B253
Sheet No
2
Rev
Calculation Sheet PROPOSED REFURBISHMENT WORKS TO 7 STOREY
Member/Location
UNTUK TETUAN PLENITUDE HEIGHTS SDN. BHD.
Drg Ref.
Job Title
Made By
GYM
WOON
Date
27-May-13
DESIGN CALCULATION FOR PROPOSED REFURBISHMENT WORKS TO 7 STOREY OF TANJUNG BUNGAH BEACH HOTEL ON LOT 4089, 8090,4091,625, & 1287 BANDAR TANJUNG BUNGAH, PULAU PINANG.
Truss T2A 1.44 kN 0.3 kN/m
9.6 m Truss self weight Shell Total Load Live Load
= = = =
3.6(4) x 10/1000 x 1.4 = 0.2 kN/m 0.002 x 30 x 1 x 1.4 = 0.1 kN/m 0.1 + 0.2 = 0.3 kN/m 0.9 x 1.6 = 1.44 kN
Maximum Moment = 0.3 x 9.6 2/8 + 1.44 x 9.6/4 = 6.9 kNm 2
Section Strength Py = 200 N/mm
Z = 300 mm Force, P = 9.6/0.3 =23 kN 2 Required Area, A = 23 x 10/200 = 1.15 cm Provide 50 x 50 x 2 .3 mm Thk. (Ag = 4.25 cm2)
… Ok
Design for Diagonal member: Tanθ = 300/589 o θ = 27 F1
300 mm
Reaction, R = 0.3 x 9.6/2 = 1.44 kN/m Live load = 0.9 x 1.6 = 1.44 kN/m Total load = 2.88 kN/m
θ
589 mm R F1 sin θ = R F1 = 2.88/sin 27 = 6.3 kN Section Strength Py = 200 N mm 2 Required Area, A = 6.3 x 10/200 = 0.32 cm
Chd.
Provide 25 x 25 x 1.6 mm Thk. (Ag = 1.43 cm )
